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HomeMy WebLinkAboutRevision 4-22-19t q 0-2,--Cqq 1 PAUL VNT1 CH 7NC. Mechanical * Electrical * Civil Engineering 1984 S.W. Biltmore St. Suite#114 Port Saint Lucie, FL 34984 Phone (772) 785 - 9888 April 17, 2019 Email pwelchinc@aol.com Re: Guenett 331 Tropical_ Is1_es Cir. �'�O - H y Port St. Lucie, FL Permit # SLC 1902-0441 To Whom It May Concern: Please be advised of the revisions to the above referenced project as follows: 1) Revise wall studs to be attached to bottom plate with one of the following: a. "Simpson" RSP4 with (8)- 8d X 1 '/2" nails. b. "Simpson" TSP with (6)- 10d X 1 %s" nails to stud and (3)- 10d X 1 %2" nz'I to plate. c. "Simpson" SSP with (6)- 10d X I %z" nails to stud and (1)- 10d X 1 %z" nail to plate. 2) Revise wall studs to be attached to top plate with one of the following: a. "Simpson" RSP4 with (8)- 8d X I %z" nails. b. "Simpson" TSP with (6)- 1 Od X I ' z" nails to stud and (6)- I Od X I %x" nail to plate. c. "Simpson" SSP with (6)- 10d X I %z" nails to stud and (3)- 10d X 1 ''/z" nail to plate. Thank you for your attention to this matter. Submitted by: PAUL WELCH INC. Pa I Welch; RK Reg. No 29945 PW:pj sx v L,�;,i•"n� } i o 12Q i _Ir�y V..X 6 e. am MIN. SETBACK RE �� FRONF _�1-.__._.___._. CNR ZNC TEC' Planning & Development Services Department - i 3 - IY`. Planning & Development Services Department sPE OF WORK ® Building &Regulations DiVIlitOn = CONSTRUCT NEW CARPORT/GARAGE PER PLANS ' 0 � Building &Code Regulations Division Product Review Affidavit .... t'r NO, 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553 THIS IS AN ALTERATION LEVEL 2 AND MAST COMPLY WITH THE FBC 2017 FOR Certification for Design Load Compliance EXISTING BUILDINGS CHAPTER 7 AND 8. Building Permit # Owners Name �' UE N G'X" -f- Applicant: Project Name: GUENETT CARPORT/GARAGE NOTES: Product Opening Design Pressures Product Rated Desi nPressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment Windows _ Mullions Fixed Glass Block Glass Skylights Sliding Glass Doors Swim Type Doors {3G t/•-�(®7 T�f�"A-'j"c2u9 Ei6��U A351 �� �i�°(1.( N A Y4 11/'4i`Z e'ES �'�;'FhPs�iS `i4?L�+s�S French Doors Garage Doors "$hZ �"n ✓-.+`I- bA }eo71Z.... 994 8 it �r8a x 1101g.5 q- 12 dJ +} s 55 ,/i ld"+0 t /�" 1-+iu, ttM Q, t r ewe. 8�_, t� f,E Hurricane Protection _l Roof Ventilation Roofing Material. z-'� ^^ir:1,q % a{ im5:_94.3,3 �V--TAtFi„`' ,r If, IIS1,) � 'iS±4 e. LF. �jsc10 Afcatg i a 'ct1 - 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL Project Address: 331 TROPICAL ISLES CIRCLE THMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. - 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE Permit #; Occupancy Type: R Construction Type: V Yp ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. INSTRUCTIONS FOR USE: -- 3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE •This certification must be completed, signed, and sealed by the design professional of record. (FBC) 2017, FBC 2017 RESIDENTIAL, FBC 2017 PLUMBING CODE, FBC 2017 • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: : MECHANICAL CODE, FBC 2017 ENERGY CONSERVATION, AND THE NEC (N'FPA70) o New Residences (single or multi -family) 20t4 EDITION. 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY o Residential Addition - HEAVY TERMITE INFESTATION AREA PER FRC 301. o Any accessory structure requiring a building permit 6) ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B.0 o Any non-residential structure 2017.FOR EXISTING BUILDINGS. w Note: Form not required for interior renovations provided that no exterior structural elements are affected and STRUCTURAL NOTES permits at the discretion of the local building official. Contact the #above for questions. certain minor building1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. DESIGN PARAMETERS AND ASSUMPTIONS USED: (cornple'te all that apply) 2) SOIL BEARING CAPACITY: 2500 PSF (MIN.). 3) AL,L STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICLE CELLS, AND 1. DESIGN CODE: Florida Building Code 2017 Edition with 20 _Supplements using ASCE 7-10 COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI 2. Structure Designed as (check one): X Enclosed Partially Enclosed Open _ COMPRESSIVE STRENGTH AT 28 DAYS, 3. Risk Category: 1 X 11 III IV Exposure Category: B X C D 4) SLAB / FOOTINGS TO BE CONCRETE WITH A IIININIUM 2500 PSI COMPRESSIV E - - - - STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS 4. Design Wind Velocity 160 mph 124 ASD N/A LRFD End Zone Width: 5 ft 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: S. Mean Roof Height: 15 ft Roof Pitch: o.5 :12 Parapet: N/A It FOOTINGS: 3" BEAMS: 1 %2" SUSPENDED SLABS: 1'/2" 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH clearly label on all plan openings) 61 ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE 16.0 16.0 16.0 Zone 1: Zone 2: Zone 3: 33.6 33.6 Zone 4: Zone 5: Garage: 32.3 TREATER PRESSURE56.3 33.6 -84.7 -36.4 -44.9 7) SPLITLNG OR CRACKING OF STRUCTURAL COMPONENTS :DUE TO 7. Design Loads: Floor: N/A PSF Roof/Dead: 5 PSF Roof/Live: 20 Balcony:. N/A _-42.5 P",f INSTALATION OF HARDWARE IS NOT PERARTED. Dock: N/A PSF Deck: NIA PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A 8) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE Pur / CONCENTRATED SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD 8. Were Shear Walls Considered For Structure? X Yes Not Applicable Explain Why Not: PRACTICIES. 9) UNI:ESS OTHERWISE NOTED, ROOF SHEATHING TO BE NAILED WITH 8d :RING- 9. is A Continuous load Path Provided? X Yes _Not Applicable Explain Why Not: SHANK NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD. 10. Design Soil Bearing Pressure: _ 2500 WALL FINISH / INSULATION NOTES _PSF Soil Test Reports Submitted? Yes � I e u t I fi ° 11 INTERIOR TO BE'h" DRYWALL FINISH ROOF ATTACHMENT REQUIREMENTS • DESIGN PROFESSIONAL CERTIFICATION STATEMENT: ROOF DATA: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been dr:signed to comply with the applicable structural portions of the building codes currently adopted and enforced b f St. Lucie Manufacturer: CERTAINTEED County. I also certify that structural elements depicted on these plans provide adequate resistance to the design Type: MODIFIED BITUMEN forces specified: NOA#: 18-1127.18 Paul Welch P.E. 29945 / 5115 System Type ; E(3) Base sheet Mechanically fastened page 27 of 49 Print Name Cert it & Co. Cert Auth. Design Pressure:. 52.5 (-PSF) PER NOA Paul Welch Inc. Membrane Type: APP MODIFIED ON PLAN 2/ZO/2019 - Deck: 19/32 "Plywood Base Sheet: Weather / Empire Base Sheet Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #11.4 Port St. Lucie, FL Fasteners: Company Name & Address - _ I I ga: annular ring shank nails and approved tin caps P Y : (spacing per base sheet attachment requirements) BASE SHEET ATTACHMENT REQUIREMENTS ZONE 1 : Base sheet attached to deck with Fasteners as specified above (Field) at 8 " O.C. in ( 4 ) rows. One row is in the side lap. The other rows are equally spaced approximately 9.8 " O.C. in the field of the sheet. (I.?E'Pc:JB PER TaGA) resign Pressure (-PSF): 52.J - - - ZONE 2: Base sheet attached to deck with Fasteners as specified above - (Perimeter/ Ridge) at " " O.C. in ( 4 ) rows. One row is in the side lap. The other rows - are equally spaced approximately 9.8 " O.C. in the field ofibe-sheet (METHOD PER NOA) Design Pressure ssure (-PSF): 52.5 - - LONE 3 : Base sheet attached to deck with Fasteners as specified above (Corners) at 5. " O.C. in ( 4 -) rows. One row is in the side lap. The other rows te are equally spaced approximately 9.8 " O.C. in the field of the sheet. ®a K9 f7C. l vi d y ;�- (ENHANCED FASTENERS) Design Pressure (-PSF): 75.5 MEMBRANE REQUIREMENTS: ( - - - One ply of Flintlast GTA- FR Cap 30 lurch adhered to base sheet. SURFACING - -- - Any of the approved surfacing options as per Table 4 of the Product Approval - i, tbtll[d �E�II�EIJLE DECK INSTALLATION: (y g) Nail all plywood sheathing (19.32" thick minimum) with 8D ring -shank nails at 4" O.C. perimeter and 6" O.C. field for all zones. -_ - _ NOTE: REFER TO MANUFACTURER'S SPECIFICATIONS AND INSTALLATION - -._ - INSTRUCTIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. -- - ---- - - FAIL ELEVATION /„SCAT.: FkG1 h ( l IJ 0 I-ZdC�7r l t.a L'1 l��l'nIJD IJbI-$>r-I��N I'�J2 ('1.��I`�r' inrIIJL=1 tZ *`f�•) _ \� O(LLF{ �DW FJ Lfh? FNG�j --- !7•'r� 1 i to 1 J Wl' \\\\ 9P fit 5 bLr�T , __.. f Sz 3 ` 4 i t 0 4" PfUmr, "4t/Q LL(itir) rJ i ,h1 VI - `N i O 0) V + (*I,)tx 0, woob v� „ 4 „ 4"" D 2) ALL INTERIOR GYPSUM, BOARD TO BE MIN: ''/2" THICK WITH (13 GAGE, 1 3/8" LONG,19/64" HEAD; 0.098" DIAMETER, 1'/" LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER, 1 5/8" LONG, 15/64" HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER,1518" LONG, 9/32" HEAD) SPACED AT 7" O.C. FOR NAILS AND 12" O.C. FOR SCREWS. ALL MANUF1aCILiRES i MILES SHOWING I) fAGf oRS AND BHGC COMPLIANCE ST. LUCIE COUNTY BU LD G gIVISIO V ITT1 rtlta ENERGY CODr MUST REVIEWED N?R COMPLIANCE REVIEWED I))__-tuG au REMAIN ON ALL DOQRS AND WINDOWS DATE _ � I . UNTIL INSPECTIONS ARE APPROVED PLANS AN i RM ,�qt. � T RE KEPT ON JGB _ ' SITE OR NO INSPECTIONS) WILL BE MADE RECE THESE PLANS AND ALL PROPOSED WORK NCULCQ @ASTEN'RSOR �ITTPCHIPI�NTS ARE sU�ECT To ANY ` 0RHECTIONS CO [ FEB 2 2 2019 r - ",Fc Tr'AT !,'gETISF R1 SPON415lUj Ci T.1r REQUIRE vI s . n>^•7+':° tt��1RD. MAY F', „ ` i l C�itIhAV tvt' ST. Lucie County; Permitting COMPLi eaur! a t' du LIi{, l3hS. 1 AB lJ LA Y N GARAGE 260 Stl. Ft. CARPORT 221 Sq. Ft. niemry r Ld r. �6. I� n All W fn W *4 s M� M H M SCALE I SHEET NUI4DER PAUL WELCH INC �0j;% OF M('HANICAL ELECTRICAL CIVIL E'NG/NSSRING I7 r984.S W BILTMOREST, SUITE# f 14 PORTST. LUCIE, FL 3 9,34. PHONI: (772) 785.9888 E MA/L PWE'L'CHINC@AOL. COM PAUL. WE'LCI-/, P.E;-FLARE'GNo. 29945 tlmma EB '2 1 2019 MAXIMUMHEADRERSPAN 3'-0" Ni 1 9'-01I 1T.V 1! '4" 17°=®" NUMBER' OF FULL LENTH STUDS EACH END OF MADER 1 2 1 2 1 3 3 3 � jLffMER OF HEADER STUDS SUPPORTING END OF HEADER ;j I 1 2 1 2 1 3 !III !I!� Il I' I I!I ail IIII I ,III. --- USSES OR ROOF J'OST PLR PLAN --DBL 2X4TOP PLATE �lil, 11' jl tli II I I STRAP BACK STUD TO TOP PLATE l l l f j; l I I I l l l l i' a _- It ,t ijl '' PLYWOOD WALL SHEATHING 71 DOOP OR WINDOW OPENING • j' DBL 2X4 SILL •(WINDOW ONLY) 2X4 STUDS AT w O.C. (W.INDOW ONLY) —__11_ II fl Ij WITH SIMPSON SPIA WITH (IO) - 10d X I ''N' NAILS STRAP EACH STUD Tu HEADER 'WITH "SIMPSON" LSTA 24 WITH (1S)- IOd NAILS DBL 2 X 12 WOOD BEAM WITH %2" PLYWOOD SPACER GLUED AND ,NAILED WITH IOdNALS AT 8" O.C. STAGGERED TOP ANL' BOTTOM BOTH SIDES FULL LENGTH 2 X 4 %OOD STUDS HEADER STUDS 2 X 4 WOOD STUDS STRAP EACH STUD TO BOTTOM PLATE WITH "SIMPSON" SPH4 WITH (10) -1 Od NAILS P.T. 2 X 4 WOOD BOTTOM PLATE (1)- 5/8" WEDGE ANCEORS X 8" EMBED. WITH 2" X 2" X 1/8" WASHERS EACH SIDE OF OPENING I i I,,I, ill II � jI I GRADE D FELT PAPER PROVIDE BEAD OF SEALANT 3/d' I I I I' II FROM EDGE OF OPENING UNDER F".'u T (I 11 I I I I I I I APPLY FELT TO EXTERIOR OF II! I I OPENING AND FOLD FELT OVER J/,MBS III III III I I DOM OPENING III i � III I i if I Ii jl j � I � III ill l� , I III! I I� I� III IIIIIIi i Ili O i if , ill l I AND24"O.C. Iil' ii III', \�----'-^,ONCRETB FLOOR / FOOTING iR DOOR OPENW)hMansooFm DETAiI I � TYPICAL kIE P1,DE ft DE A'AIL Ls.,• Wli APPROVED PEEL AMA MAY BE USED IN LIEU OF GRADE D FELT. j — f .r _.- tt q wj JI - �0?.c.N-raw N IZoaFirlL1 ow�a- S T rt Ps ®I� FKS l to �,/ q,Nt.3�.- ahc 5NF_fT D�/ER iq/32"Cnx I.YweoA sat�ATitt�lU Nall. rE (IL1-Lod Ec� . �I�r— 2"x!s wooD >2er� �R.ULT�12.At. 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SUITE'' I f4 PORTST; LUCIE, FL.94984. , PHONC (772) 785 - 9888 L-MAIL PWFCCHINC@AO.L.COM ✓ PAUL WELCH, P.E.-FLA iREGNO, 29945 FEB 2 12019 ,�: AJ, &vw- (2 se zl P5o 4„ cr1�1 f) cp- - , 'C to AL r 4..� '8c JA /<" SCALE GARAGES FLOOR SURFACE 1) GARAGE FLOOR SURFACES SHALL RE OF APPROVED NONCOMBUSTIBLE MATERIAL. 2) THE AREA OF FLOOR USED FOR PA14, ING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FA-'HJTATE TIIE MOVEMENT OF LIQUIDS TO A DRAIN OR. TOWARD THE: NIM-N VF ;;:LE ENTRY DOORWA k'. FOUNDATI®N SCIIIED V LE F-1 18"D X 16"W (2500 PSI)�'ONC. MONOLITHIC FOOTING W/ (2) #5 BAZS CONTINUOUS P-1 24" X 24" X 24"D (2500 YSl) CONCRETE PA,D FOOTING W/ #5 BARS ta>, 8" O.C. BOTH WAYS S-1 4" THK (2500 PSI) CONi RETE SLAB W/ FIBERMESH OR 6"/6" 0/10 WWM OVER VAPOR BARRIER ON 4111EAN COMPACTED CHEMICALLY TREATED SOIL S-2 EXISTING DRIVEWAY' WALKWAY SLAB B-I #5 BARS X 12" LONG UZILLED OUT & EPDXIED W/ 6" MINIMUM EMBI D. @ALL AREAS ADJACENT TO EXISTING FOUNDATION lLLA �, tAFi p t V' Lu i i ELECTRICAL NOTES 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2014 EDITION. 2) PROVIDE TAMPER RESISTANT RECI TICLES PER NEC RCQIiSiiN R�CroL£�. 3) TIE ELECTRICAL INTO EXISTING ELECTRICAL SERVICE. ELECTRICAL KEY SYMBOL SINGLE POLE SWITCH �{{ 3 THREE WAY SWITCH lW DUPLEX CONVENIENCE OUTLET 120V SPECIAL PURPOSE OUTLET (�22n 220V OUTLET Qb�7FS GROUND FAULT PROTECTION w p� GF= WEATHER PROOF LIGHT FIXTURE - ❑ FAN BOX/LIGHT , FLUORESCENT LIGHT ® EXHAUST FAN O 5D SMOKE DETECTOR CARBON MONOXIDE DETECTOR lJ EQUIPMENT DISCONNECT ELECT7�-{� -_ T ryr�T 'PVT _ RICAL 1 LA - />, SCALE SHEET NUMBER i� PAUL WELCH INC '0 �F MCC4-IAN/CAL ELECTRICAL CIVIL EvG/NE.r-R/NG 1984S. W.B/LTMOREST; SUITE�t f 1.4 PORTST, LUCIE, FL. 3498< , PHON4: ('772)785-9888 ,EMA/L PWELCH/NCCIDAOL.COM FEB 2 1. 2014 PAUL LI/ELCH, P.E..FL.A RE-G NO, 29945 m a!